S06 - Reference Drawings_556-13-125.pdf
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- Attached to
- Y1DZ--556-24-122 B132 Pool and HVAC Replacement
- Solicitation number
- 36C25226B0032_01
About this file
This document is an architectural floor plan and wall type detail drawing for the renovation of men's and women's showers and a pool filter replacement project at James A. Lovell Federal Health Care Center located at 3001 Green Bay Road, North Chicago, Illinois 60064. The drawing set, prepared by COX Design Associates (Architecture/Planning/Interiors) and KJW&W (Structural/Mechanical/Electrical/Technology/Medical Equipment Solutions), is dated April 17, 2013, and references project number 556-13-125 with sheet designation AS-102.
The ground level floor plan illustrates locker rooms, restrooms, shower facilities, towel rooms, corridors, and stairs with detailed dimensional annotations. The wall type details specify multiple construction assemblies including steel stud framing with sound attenuation insulation and moisture-resistant gypsum board (wall types A1, A2, F1-F6), concrete masonry unit (CMU) construction (types B1-B3), cementitious board with tile finishes (types C1-C2), and field wall tile applications (types T1-T2). Hollow metal door frame details at various scales provide specifications for door installation at metal stud and partition locations. All construction details reference specific structural slab conditions, joint sealants, and firestopping requirements to support the renovation scope.
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Text version
DN
FD FD
FD
FD
FD
FDFD
FDFD
FD
FD
FD
FD
FD
FD FD
FD
FD
FD
FD
CG
DCB
A
AS-301
CORRIDOR
JANITOR
TOWEL ROOM
MEN'S
RESTROOM
WOMEN'S
RESTROOM
WOMEN'S
LOCKER ROOM
MEN'S LOCKER
ROOM
MEN'S SHOWERS
108WOMEN'S
SHOWERS
CORRIDOR
STAIRS
AS-201
AS-201
AS-201
AS-201
N
AS-301
B
B
A
104A
AS-201
6' - 1 3/4" 9' - 3 3/4"
6"
4' - 0" 4' - 7 1/2"
1' - 6" 9 3/4"
1' - 6"8 1/2"
5' - 9 3/4"5' - 8 1/2"
9' - 1" 7' - 2 1/4"
3' - 0" 4' - 11 3/4"
2' - 0 1/4"2' - 0"
/4
/4
"AS-201
AS-201
4' - 8 1/4" 4' - 8" 10' - 4"
7' - 3" 2' - 3 1/2" 3' - 4" 3' - 5"
/4
/4
MEN'S STAFF
LOCKER
WOMEN'S STAFF
LOCKER
AS-401
AS-201
12 10
/4
3' - 4"
AS-202
AS-202
AS-202
6 4
1' - 7 1/2" 7' - 8 1/2"
AS-202
/4
/2
/4
/2
/4 x
B
B3
C
A2
A2
A
F5 F
A2
C1
C
A2
A
A
C
F5
A2
A 2 A2
A2
A2
A
A1
F3
A1
F3
C
B
B
B
B1
F6
B
F
C1
A
C2
F2
F3
F
F
F3
F
F3
A1
C
F
F2
F
F 2F2
F3
F
A1
F2
F
F3
A
F2
F
F
F2
F
F6
F 6 F3
F
F3
F3
F
F3
A
A
A1
A
F3
F
F
F2
F
F2 F2
F2
F
F
F2
F
F2 F2
A1
F2 F2
F2
F2
F2 F2 F2
F2 F2
F2
F2
F 2F3
F3
F3 F3
F3
F2
F3 F3
F2
F
F2
A
F5
A
A2
A1
F
F
A1
A1
F6
A
F2
F2
F2
F6
A1
A1
B3
T1T 1 T1
T
T1
T1
T1
T
T2
T2
T2
T2
T2
T2
T2
T
T2
T
T1
T2
T
T2
T2
T2
T1
T2
T2
T2
T2
T
T1
T
T1
T
T1
T1
T
T1
T1
T1
T1
T1
T1 T2
T
T
T1
T
T1
T
T1
T
F2
F2
T2
T
T
T1 T1
T1
T
T1
T
T2
T2
A
T
T2
T2
T 1 F
T
T1
T
T2
T
T1
T2
B3
AS-202
AS-202
3' - 2 1/4"
AS-202
/4
/4
/4
/2
/2
/2
6' - 9 3/4"
/4
/2
/2
AS-401
/4
3' - 7 1/4"
3' - 5"
4' - 9 1/4"
4' - 4 1/4"
/2
4' - 0"
/2
4' - 4 3/4"
3' - 6 1/4"
/2
4' - 11 1/2"
3' - 6"4' - 11 1/2"
F6
/4
4' - 0"
3' - 1 3/4"
T1
A AAAAA
A
A
GRAPHIC LEGEND
KEY NOTES
SHEET NOTES
NEW WALL / PARTITION
NEW DOOR
RECESSED FIRE
EXTINGUISHER CABINET
MILLWORK PROVIDED AND
INSTALLED BY CONTRACTOR
EXISTING WALL TO REMAIN
E
FEC
FLOOR PLAN - SYMBOLS LEGEND
F
WALL TYPE
CONSTRUCTION LIMITS
AREA NOT IN CONTRACT
AREA IN CONTRACT
FLOOR DRAINFD
NEW CMU WALL
CORNERGUARD
CGIN-WALL RIGID INSULATION
WITH MAXIMUM THICKNESS
TO FIT WALL CAVITY
SOUND PARTITION
3 5/8" STEEL STUDS @ 16" O.C. W/ 3" SOUND ATTENUATION INSULATION & 5/8" MOISTURE
RESISTANT GYP BD @ EACH FACE. PROVIDE 1HR RATED UL # U465 DESIGN WHERE 1HR
CONSTRUCTION IS INDICATED ON PLANS - SEE LIFE SAFETY PLANS
GYPSUM BOARD PARTITION SCHEDULE
A1
6" STEEL STUDS @ 16" O.C. W/ 6" SOUND ATTENUATION INSULATION & 5/8" MOISTURE
RESISTANT GYP BD @ EACH FACE. PROVIDE 1HR RATED UL # U465 DESIGN WHERE 1HR
CONSTRUCTION IS INDICATED ON PLANS - SEE LIFE SAFETY PLANS
A2
FURRING
DIRECT BONDED 5/8" MOISTURE
RESISTANT GYP BD
F
1 5/8" STEEL STUDS @ 16" OC W/ 5/8"
MOISTURE RESISTANT GYP BD
F1
2 1/2" STEEL STUDS @ 16" OC W/ 5/8"
MOISTURE RESISTANT GYP BD
F2
F3
3 5/8" STEEL STUDS @ 16" OC W/ 3" SOUND
ATTENUATION INSULATION & 5/8" MOISTURE
RESISTANTGYP BD
F4
6" STEEL STUDS @ 16" OC W/ 5/8"
MOISTURE RESISTANT GYP BD
F5
3 5/8" STEEL STUDS @ 16" OC W/ 5/8"
MOISTURE RESISTANTGYP BD
GYPSUM BOARD PARTITION GENERAL NOTES
ALL GYP BD PARTITIONS SHALL BE A1 UNLESS OTHERWISE NOTED ON FLOOR PLANS
GYP BD PARTITION DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED
PARTITION TO FACE OF FINISHED PARTITION (NOMINAL).
REFER TO GYP BD SPECIFICATION FOR LOCATIONS & TYPE(S) OF GYPSUM BOARD
MATERIAL REQUIRED.
PROVIDE TYPE "X"FIRE RATED GYPSUM BOARD AT ALL FIRE RATED PARTITIONS.
SEAL ALL WALL PENETRATIONS AT PERIMETER AND FIRESTOP ALL FIRE RATED PARTITIONS.
1.
2.
3.
4.
5. REFERENCE "LIFE SAFETY PLANS" FOR WALL RATINGS
FLOOR PLAN KEYED NOTES
INFILL PREVIOUS DOOR LOCATION WITH WALL TYPE THAT MATCHES ADJACENT FIRE
RATING AND FINISH.
2 PATCH EXISTING WALL AS REQUIRED TO MATCH EXISTING ADJACENT WALL CONSTRUCTION.
5 5/8" CMU WALLB1
7 5/8" CMU WALLB2
3 PATCH EXISTING FLOORING TO MATCH ADJACENT AND PREPARE FOR NEW POOL FILTRATION
EQUIPMENT. REFERENCE XJ SHEETS
4 PROVIDE STEAM CHASE
5 PROVIDE RIGID INSULATION
6 PROVIDE PRIVACY GLASS AT LOCATION
7 SINGLE SIDED BULLNOSE CMU AT OPENING
12" CMU WALLB3
3 5/8" STEEL STUDS @ 16" O.C. W/ 3" SOUND ATTENUATION INSULATION & 1/2" CEMENTIOUS BD @
EACH FACE.
C1
6" STEEL STUDS @ 16" O.C. W/ 6" SOUND ATTENUATION INSULATION & 5/8"
CEMENTIOUS BD @ EACH FACE.
C2
7/8" STEEL HAT CHANNEL @ 16" OC W/ 5/8"
MOISTURE RESISTANTGYP BD
F6
TILING
FIELD WALL TILE (CT-1)T1 FIELD WALL TILE (CT-2)T2
A. DIMENSIONS ON FLOOR PLAN ARE BASED ON FACE OF FINISHED WALL TO FACE OF FINISHED
WALL (NOMINAL)
B. VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE.
C. MAINTAIN CONTINUOUS UTILITY SERVICE TO ALL SPACES IN THE BUILDING NOT AFFECTED BY
THIS WORK. COORDINATE WITH OWNER AND DISRUPTION IN SERVICES REQUIRED TO
PERFORM WORK OR TO MODIFY EXISTING PIPING, DUCTWORK, OR ANY ASSOCIATED
EQUIPMENT.
D. REFER TO SHEET 1-AS601 FOR ROOM FINISH SCHEDULE AND NOTES. REFER TO SHEET 1-
AS602 FOR DOOR SCHEDULES, DOOR TYPES, AND NOTES.
F.
G.
IN-WALL SUPPORT BLOCKING TO BE PROVIDED AT ALL DOOR WALL STOP LOCATIONS PER
DETAIL 5/1-A17.
H.
HILTI SPEED SLEEVE OR APPROVAL EQUAL REQUIRED FOR CONDUIT AND PIPING
PENETRATIONS THROUGH FIRE RATED WALLS.
I.
ALL WET AREAS TO RECEIVE NEW TILE FLOORING AS INDICATED ON THE ROOM FINISH
SCHEDULE AND ARE TO RECEIVE A WATERPROOFING MEMBRANE
DEMOLITION AS REQUIRED FOR ABATEMENT IS TO BE RECONSTRUCTED BY CONTRACTOR AS
REQUIRED TO MATCH ADJACENT CONDITIONS
J. ALL EXISTING FLOOR DEMOLITION AREA TO BE SEALED AND CAPPED BELOW THE FINISH
FLOOR EXISTING ELEVATION.
9201 West Broadway
Fax: 763.315.7920 Tel: 763.315.7900 Toll Free: 800.233.9513 Brooklyn Park, MN 55445
132 RHC CAW
o n e ei g h th i n ch o n e fo o t
B
C
D
E
F th re e in ch es o n e fo o t o n e an d o n e h al f in ch es o n e fo o t o n e in ch o n e fo o t th re e q u ar te rs i n ch o n e fo o t o n e h al f in ch o n e fo o t th re e ei g h th s in ch o n e fo o t o n e q u ar te r in ch o n e fo o t
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Drawing Title
Location
Building Number Checked
Date
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
Office of Construction and Facilities Management
Project Name
A
Department of Veterans Affairs
CONSULTANTS: ARCHITECT/ENGINEERS:
Approved: Assistant Director
Approved: Service Chief
Approved: Chief, Bio-Med
Approved: Chief, IT
Approved: Chief, Safety
Approved: Chief of Staff
Approved: Service Chief
Approved: Chief, EMS
Approved: Chief, M&O
Approved: Chief
Approved: Chief, Engineering
Approved: Service Chief
Approved: Chief, Infection Control
Approved: Chief, Police
Approved: Chief
INTERIORS
Austin, Texas 78746 coxdesign@austin.rr.com
ARCHITECTURE
5121 Bee Caves Road, Suite 203
T:512 - 327 - 4149
COX DESIGN ASSOCIATES
PLANNING
F:512 - 327 - 7679
Austin
Chicago, IL 60605 345 N. Canal St. Suite 701
T:312 - 698 - 3880 F:312 - 454 - 9439
Chicago bcox@coxltd.com
STRUCTURAL | MECHANICAL | ELECTRICAL
TECHNOLOGY | MEDICAL EQUIPMENT SOLUTIONS
231 SOUTH LASALLE STREET, SUITE 600CHICAGO, IL 60604312.294.0501FAX: 312.294.0003www.kjww.com
17 APRIL 2013
AS-102
FIRST FLOOR - FLOOR PLAN
15 JAN. 2014
RENOVATE MEN'S AND
WOMEN'S SHOWERS &
REPLACE POOL FILTER
JAMES A. LOVELL FHCC
3001 GREEN BAY ROAD
NORTH CHICAGO, IL 60064
556-13-125
SCALE: 1/4" = 1'-0" RE:1 /AS-301
GROUND LEVEL - FLOOR
PLAN
03 JAN 2014ADA CLEARANCES1
06 JAN 2014STAFF LOCKERS2
15 JAN 2014MEN'S RESTROOM LAYOUT, DOOR LOCATION, ADA LOCKERS3
PLAN
SECTION
SECTION
BOTTOM OF STRUCTURAL SLAB
SOUND ATTENUATION BATTS
MOISTURE RESISTANT GYPSUM BOARD WITH FINISH
SOUND ATTENUATION BATTS
MOISTURE RESISTANT GYPSUM
BOARD WITH FINISH
SOUND ATTENUATION BATTS
MOISTURE RESISTANT GYPSUM BOARD WITH FINISH
TOP OF STRUCTURAL SLAB
METAL STUD RUNNER TRACK
JOINT SEALANT, FIRESTOPPING
SEALANT WHERE REQUIRED
METAL STUD SPACED 16"O.C.
3 5/8" STEEL STUDS @ 16" O.C. W/ 3" SOUND
ATTENUATION INSULATION & 5/8" MOISTURE RESISTANT
GYP BD @ EACH FACE. PROVIDE 1HR RATED UL # U465
DESIGN WHERE 1HR CONSTRUCTION IS INDICATED ON
PLANS
A1
6" STEEL STUDS @ 16" O.C. W/ 6" SOUND
ATTENUATION INSULATION & 5/8" MOISTURE
RESISTANT GYP BD @ EACH FACE. PROVIDE 1HR
RATED UL # U465 DESIGN WHERE 1HR
CONSTRUCTION IS INDICATED ON PLANS
A2
METAL STUD RUNNER TRACK
SECTION
CEILING WHERE SCHEDULE
ON FINISH SCHEDULE
SOUND ATTENUATION BATTS
MOISTURE RESISTANT GYPSUM
BOARD WITH FINISH
METAL STUD SPACED 16"O.C.
METAL STUD SPACED 16"O.C.
PLAN
SECTION
SECTION
BOTTOM OF STRUCTURAL SLAB
MOISTURE RESISTANT GYPSUM BOARD WITH FINISH
SOUND ATTENUATION BATTS
MOISTURE RESISTANT GYPSUM
BOARD WITH FINISH
SOUND ATTENUATION BATTS
MOISTURE RESISTANT GYPSUM BOARD WITH FINISH
TOP OF STRUCTURAL SLAB
METAL STUD RUNNER TRACK
JOINT SEALANT
METAL STUD SPACED 16"O.C.
1 5/8" STEEL STUDS @ 16" OC W/ 5/8"
MOISTURE RESISTANT GYP BD
2 1/2" STEEL STUDS @ 16" OC W/ 5/8"
MOISTURE RESISTANT GYP BD
3 5/8" STEEL STUDS @ 16" OC W/ 3" SOUND
ATTENUATION INSULATION & 5/8" MOISTURE
RESISTANT GYP BD
3 5/8" STEEL STUDS @ 16" OC W/ 5/8" MOISTURE
RESISTANT GYP BD
F1
METAL STUD RUNNER TRACK
SECTION
CEILING WHERE SCHEDULE
ON FINISH SCHEDULE
SOUND ATTENUATION BATTS
MOISTURE RESISTANT GYPSUM
BOARD WITH FINISH
METAL STUD SPACED 16"O.C.
METAL STUD SPACED 16"O.C.
F2
F3
F4
FINISH SIDE
6" STEEL STUDS @ 16" OC W/ 5/8" MOISTURE
RESISTANT GYP BD
F5
PLAN
SECTION
SECTION
BOTTOM OF STRUCTURAL SLAB
EXISTING SUBSTRATE
MOISTURE RESISTANT GYPSUM BOARD WITH FINISH
TOP OF STRUCTURAL SLAB
FURRING METAL HAT CHANNEL
JOINT SEALANT
7/8" STEEL HAT CHANNEL @ 16" OC W/ 5/8" MOISTURE
RESISTANT GYP BD
F6
SECTION
CEILING WHERE SCHEDULE
ON FINISH SCHEDULE
FINISH SIDE
EXISTING SUBSTRATE
MOISTURE RESISTANT GYPSUM BOARD WITH FINISH
FURRING METAL HAT CHANNEL
EXISTING SUBSTRATE
MOISTURE RESISTANT GYPSUM
BOARD WITH FINISH
FURRING METAL HAT CHANNEL
EXISTING SUBSTRATE
MOISTURE RESISTANT GYPSUM BOARD WITH FINISH
FURRING METAL HAT CHANNEL
PLAN
SECTION
SECTION
BOTTOM OF STRUCTURAL SLAB
EXISTING STRUCTURE
MOISTURE RESISTANT GYPSUM BOARD WITH FINISH
TOP OF STRUCTURAL SLAB
JOINT SEALANT
F DIRECT BONDED 5/8" MOISTURE RESISTANT
GYP BD
SECTION
CEILING WHERE SCHEDULE
ON FINISH SCHEDULE
FINISH SIDE
MOISTURE RESISTANT GYP BD BONDING COMPOUND
EXISTING STRUCTURE
MOISTURE RESISTANT GYPSUM BOARD WITH FINISH
MOISTURE RESISTANT GYP BD BONDING COMPOUND
EXISTING STRUCTURE
MOISTURE RESISTANT GYPSUM BOARD WITH FINISH
MOISTURE RESISTANT GYP BD BONDING COMPOUND
EXISTING STRUCTURE
MOISTURE RESISTANT GYPSUM BOARD WITH FINISH
MOISTURE RESISTANT GYP BD BONDING COMPOUND
4 7/8"PER PLAN
STL. DOOR FRAME
GROUT SOLID
CONTINUOUS
SEALANT EACH SIDE
DOUBLE JAMB STUDS
TYPICAL
1 LAYER 5/8" MOISTURE
RESISTANT GWB
EACH SIDE
BATT INSUL.
1 15/16" 1 15/16"
15/32"
/3
/8
1 15/16" 1 15/16"
STL. DOOR FRAME
GROUT SOLID
MOISTURE
RESISTANT GYP BD
/3
/8
1 15/16" 1 15/16"
1/2" 15/32"
STL. DOOR FRAME
GROUT SOLID
CONTINUOUS
SEALANT EACH SIDE
DOUBLE JAMB STUDS
TYPICAL
1 LAYER 5/8" MOISTURE
RESISTANT GYP. BD.
EACH SIDE
1 LAYER 5/8" MOISTURE
RESISTANT GYP BD
EACH SIDE
STEEL SIDE W/ FULL
BATT INSULATION
PLAN
SECTION
SECTION
BOTTOM OF STRUCTURAL SLAB
CMU
TOP OF STRUCTURAL SLAB
JOINT SEALANT, FIRESTOPPING
SEALANT WHERE REQUIRED
CMU
5 5/8" CMUB1
7 5/8" CMUB2
SECTION
CEILING WHERE SCHEDULE
ON FINISH SCHEDULE
CMU
CMU
12" CMUB3
PLAN
SECTION
SECTION
BOTTOM OF STRUCTURAL SLAB
SOUND ATTENUATION BATTS
CEMENTIOUS BOARD WITH TILE FINISH
SOUND ATTENUATION BATTS
CEMENTIOUS BOARD WITH TILE
FINISH
SOUND ATTENUATION BATTS
CEMENTIOUS BOARD WITH TILE FINISH
TOP OF STRUCTURAL SLAB
METAL STUD RUNNER TRACK
JOINT SEALANT, FIRESTOPPING
SEALANT WHERE REQUIRED
METAL STUD SPACED 16"O.C.
3 5/8" STEEL STUDS @ 16" O.C. W/ 3" SOUND ATTENUATION
INSULATION & 1/2" CEMENTIOUS BD @ EACH FACE.
C1
6" STEEL STUDS @ 16" O.C. W/ 6" SOUND ATTENUATION
INSULATION & 5/8" CEMENTIOUS BD @ EACH FACE.
C2
METAL STUD RUNNER TRACK
SECTION
CEILING WHERE SCHEDULE
ON FINISH SCHEDULE
SOUND ATTENUATION BATTS
CEMENTIOUS BOARD WITH TILE
FINISH
METAL STUD SPACED 16"O.C.
METAL STUD SPACED 16"O.C.
PLAN
SECTION
SECTION
BOTTOM OF CEILING
SUBSTRATE PARTITION OR FURRING WALL TYPE
FINISH TILE
TOP OF STRUCTURAL SLAB
JOINT SEALANT
T1 FIELD WALL TILE (CT-1)
SECTION
CEILING WHERE SCHEDULE
ON FINISH SCHEDULE
FINISH SIDE
TILE BONDING COMPOUND
SUBSTRATE PARTITION OR FURRING WALL TYPE
FINISH TILE
TILE BONDING COMPOUND
SUBSTRATE PARTITION OR FURRING WALL TYPE
FINISH TILE
TILE BONDING COMPOUND
SUBSTRATE PARTITION OR FURRING WALL TYPE
FINISH TILE
TILE BONDING COMPOUND
T2 FIELD WALL TILE (CT-2)
9201 West Broadway
Fax: 763.315.7920 Tel: 763.315.7900 Toll Free: 800.233.9513 Brooklyn Park, MN 55445
132 RHC CAW
o n e ei g h th i n ch o n e fo o t
B
C
D
E
F th re e in ch es o n e fo o t o n e an d o n e h al f in ch es o n e fo o t o n e in ch o n e fo o t th re e q u ar te rs i n ch o n e fo o t o n e h al f in ch o n e fo o t th re e ei g h th s in ch o n e fo o t o n e q u ar te r in ch o n e fo o t
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
Drawing Title
Location
Building Number Checked
Date
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
Office of Construction and Facilities Management
Project Name
A
Department of Veterans Affairs
CONSULTANTS: ARCHITECT/ENGINEERS:
Approved: Assistant Director
Approved: Service Chief
Approved: Chief, Bio-Med
Approved: Chief, IT
Approved: Chief, Safety
Approved: Chief of Staff
Approved: Service Chief
Approved: Chief, EMS
Approved: Chief, M&O
Approved: Chief
Approved: Chief, Engineering
Approved: Service Chief
Approved: Chief, Infection Control
Approved: Chief, Police
Approved: Chief
INTERIORS
Austin, Texas 78746 coxdesign@austin.rr.com
ARCHITECTURE
5121 Bee Caves Road, Suite 203
T:512 - 327 - 4149
COX DESIGN ASSOCIATES
PLANNING
F:512 - 327 - 7679
Austin
Chicago, IL 60605 345 N. Canal St. Suite 701
T:312 - 698 - 3880 F:312 - 454 - 9439
Chicago bcox@coxltd.com
STRUCTURAL | MECHANICAL | ELECTRICAL
TECHNOLOGY | MEDICAL EQUIPMENT SOLUTIONS
231 SOUTH LASALLE STREET, SUITE 600CHICAGO, IL 60604312.294.0501FAX: 312.294.0003www.kjww.com
17 APRIL 2013
JAMES A. LOVELL FHCC
3001 GREEN BAY ROAD
NORTH CHICAGO, IL 60064
AS-501
WALL TYPES
4 APRIL 2013
RENOVATE MEN'S AND
WOMEN'S SHOWERS &
REPLACE POOL FILTER
556-13-125
SCALE: 3" = 1'-0"
HOLLOW METAL DOOR
FRAME @ MTL STUD
SCALE: 3" = 1'-0"
HOLLOW METAL DOOR
FRAME JAMB
SCALE: 3" = 1'-0"
HOLLOW METAL DOOR
FRAME JAMB @
PARTITION
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